SPH numerical and physical modeling of wave overtopping a porous breakwater

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dc.contributor.author	Didier, E.	pt_BR
dc.contributor.author	Neves, D. R.	pt_BR
dc.contributor.author	Teixeira, P.	pt_BR
dc.contributor.author	Dias, J.	pt_BR
dc.contributor.author	Neves, M. G.	pt_BR
dc.date.accessioned	2014-05-26T16:23:23Z	pt_BR
dc.date.accessioned	2014-10-20T13:39:42Z	pt_BR
dc.date.accessioned	2017-04-13T11:04:51Z
dc.date.available	2014-05-26T16:23:23Z	pt_BR
dc.date.available	2014-10-20T13:39:42Z	pt_BR
dc.date.available	2017-04-13T11:04:51Z
dc.date.issued	2014-05	pt_BR
dc.identifier.isbn	978-989-96479-2-3	pt_BR
dc.identifier.uri	https://repositorio.lnec.pt/jspui/handle/123456789/1006155
dc.description.abstract	Numerical modeling of an entire physical wave flume with a breakwater at scale 1:30 was performed using a coupling technique between FLUINCO wave propagation and SPHyCE wave-structure interaction codes. The rock blocks of the breakwater are directly simulated with the SPHyCE code using similar rectangular blocks. Numerical results of free surface elevation before the breakwater, over and inside the rock armor layer and overtopping discharge over the structure, for wave period 12s and wave heights 2.5 and 3.3m (prototype values), are in good accordance with experimental data.	pt_BR
dc.language.iso	eng	pt_BR
dc.rights	openAccess	pt_BR
dc.subject	Overtopping	pt_BR
dc.subject	Smoothed particle hydrodynamics	pt_BR
dc.subject	Physical modeling	pt_BR
dc.subject	Porous breakwater	pt_BR
dc.title	SPH numerical and physical modeling of wave overtopping a porous breakwater	pt_BR
dc.type	conferenceObject	pt_BR
dc.description.figures	7	pt_BR
dc.description.tables	2	pt_BR
dc.description.pages	10p	pt_BR
dc.identifier.seminario	3rd IAHR Europe Congress	pt_BR
dc.identifier.local	Porto	pt_BR
dc.description.sector	DHA/NPE	pt_BR
dc.description.year	2014	pt_BR
dc.description.data	14 a 16 de abril	pt_BR